Effect of local geometrical imperfection on dynamic buckling of cylindrical storage tanks

Author:

Chikhi A.,Djermane M.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference49 articles.

1. Arbocz, J., & Starnes, J. J. H. (2002). Review article-future directions and challenges in shell stability analysis. Thin-Walled Structures, 40, 729–754.

2. Auli, W., & Ramerstorfer, F. G. (1986). On the dynamic instability of shells: Criteria and algorithms, Chapter 3 in finite element methods for plate and shell structures. In Ed. TJR Hughes, E Hinton, Pineridge Press, Swansea, (Vol. 2, pp. 58–82).

3. AWWA D. (1996). 100-96—American Water Works Association, Welded steel tanks for water storage. Denver, Colorado, USA.

4. Babcock, C. D., Baker, W. E., Fly, J. & Bennett, J. G. (1984). Buckling of steel containment shells under time-dependent loading. Mechanical/Structural Engineering Branch Division of Engineering Technology.

5. Budiansky, B., & Roth, S. (1962) Axisymmetric dynamic buckling of clamped shallow spherical shells. NASA collected papers on stability of shells structures TN- 1510 (pp. 597–606).

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